Tensile and impact strengths of steel fiber reinforced polymer impregnated concrete

Date

1986-11

Author

Yalçin, Nilüfer
Gündüz, Güngör

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Ordinary concrete was reinforced by (i) steel fiber, (ii) polymer impregnation, and (iii) by both steel fiber and polymer impregnation. The tensile strength of concrete was increased 2.62 times by steel fiber reinforcement, 5.56 times by polymer impregnation, and 7.52 times by the combined technique. The increase in impact strength for these three cases were 2–3, 7–15, and 9–15 times respectively, over the plain concrete. Polymer loading was increased from 7% to 9.5% by pressure impregnation at 15 atm. Then the tensile strength of the steel fiber reinforced and polymer impregnated concrete was increased by 8.5 times and the impact strength by 12–28 times.

Subject Keywords

General Materials Science, Building and Construction

URI

https://hdl.handle.net/11511/52251

Journal

Cement and Concrete Research

DOI

https://doi.org/10.1016/0008-8846(86)90001-3

Collections

Department of Chemistry, Article

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Citation Formats

N. Yalçin and G. Gündüz, “Tensile and impact strengths of steel fiber reinforced polymer impregnated concrete,” Cement and Concrete Research, pp. 793–797, 1986, Accessed: 00, 2020. [Online]. Available: https://hdl.handle.net/11511/52251.